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Method for determining mine single-row curtain-grouting hole distance

A curtain grouting and determination method technology, applied in construction, sheet pile wall, foundation structure engineering and other directions, can solve the problems of capital investment, increase project investment, lack of determination method, etc., to save investment cost, shorten construction period, improve economic effect

Inactive Publication Date: 2011-06-29
HEBEI IRON & STEEL GRP MINING +2
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Since the curtain grouting process and technology are still in the stage of perfection and improvement, there is still no scientific and accurate determination method for the hole distance of the grouting holes, and whether the hole distance of the grouting holes is reasonable will directly affect the water blocking effect of the curtain grouting or the curtain grouting effect. Grouting project investment
Too large curtain grouting hole spacing will seriously affect the water blocking effect, and too small curtain grouting hole spacing will increase project investment and cause unnecessary capital investment
For a long time, the distance between grouting holes in curtain engineering has been determined to be 10m by convention and experience, and there is no detailed demonstration of the theoretical basis and practical effect of the 10m hole distance

Method used

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  • Method for determining mine single-row curtain-grouting hole distance
  • Method for determining mine single-row curtain-grouting hole distance
  • Method for determining mine single-row curtain-grouting hole distance

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0031] 2. Construction inspection holes to obtain curtain permeability: drill 2 construction inspection holes, test parameters and permeability q 0 The values ​​are as follows:

[0032] Hole number

Radius R(m)

test section

Seepage Q(L)

Segment length L(m)

Pressure P(mpa)

time t(min)

Permeability q 0 (Lu)

J1

9

D1

1433.45

112

3.30

20

0.194

D2

2298.16

149

3.27

25

0.189

D3

1184.32

90

3.81

18

0.192

J2

11

D1

4640.20

120

3.45

22

0.509

D2

3040.11

131

3.64

16

0.398

D3

1800.83

102

3.81

15

0.309

[0033] 3. J1 meets the curtain quality requirements, both q 0 ≤0.2Lu, determine the effective diffusion radius of slurry R=9m.

[0034] 4. The same horizontal grouting point distance D 0 :

[...

Embodiment 2

[0041] The grouting material is 425 Portland cement, and the penetration ratio J 0 =60, T=H / J0=280 / 60=4.67m.

[0042] 2. Obtain the curtain permeability from the construction inspection hole. 2 construction inspection holes, test parameters and permeability q 0 The values ​​are as follows:

[0043]

[0044] 3. Both J1 and J2 meet the curtain quality requirements, both q 0≤0.2Lu, in order to save investment, the effective diffusion radius of the slurry is determined to be R=9m.

[0045] 4. The same horizontal grouting point distance D 0 :

[0046] D 0 = 2 R 2 - ( T 2 ) 2 = 17.38 m

[0047] 5. The maximum depth of the test hole of the north curtain line is 460m, the hole deviation rate is 0.5%, and the hole devi...

Embodiment 3

[0052] 2. Construction inspection holes to obtain curtain permeability: 3 construction inspection holes, test parameters and permeability q 0 The values ​​are as follows:

[0053] Hole number

[0054] 3. J3 meets the curtain quality requirements, both q 0 ≤0.2Lu, determine the effective diffusion radius of slurry R=8m.

[0055] 4. The same horizontal grouting point distance D 0 :

[0056] D 0 = 2 R 2 - ( T 2 ) 2 = 15.08 m

[0057] 5. The maximum hole depth of the Northeast curtain line test hole is 510m, the hole deviation rate is 0.5%, and the hole deviation distance: d=2.55m.

[0058] 6. Grouting hole distance D=D 0 -2d=15.08-2X2.55=9.98m

[0059] From this, it is determined that the drilling distance...

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Abstract

The invention relates to a method for determining a mine single-row curtain-grouting hole distance, which belongs to the technical field of mining and is used for solving the problems in reasonably determining the curtain-grouting hole distance. The method comprises the following steps: a, determining the thickness T of the curtain; b, determining the permeability q0 of the curtain wall; c, determining the active diffusion radius R of the grout; d, determining the distance D0 between every two grouting points on the same level; and e, determining and calculating the grouting hole distance D. The invention breaks through the construction convention that the grouting hole distance in the curtain engineering is 10m, combines the various parameters of curtain grouting, and adopts an experiment and theory combination method to determine the reasonable grouting hole distance for curtain grouting, thereby achieving the best grouting water-plugging effect with reasonable engineering investment. The experiment indicates that when the grouting is carried out according to the hole distance determined by the method, the water permeability of the inspection holes can meet the requirements and is qualified on quality detection. The invention ensures the effect of the curtain, saves the investment cost, shortens the construction period and has favorable economic benefit.

Description

technical field [0001] The invention relates to a mine curtain grouting engineering technology, in particular to a method for determining the distance between curtain grouting and drilling holes for a single row of holes in a mine, which belongs to the technical field of mining. Background technique [0002] Curtain grouting refers to a method of water prevention and control that uses grouting to construct a waterproof curtain on the mine water inlet channel to cut off groundwater. The use of curtain grouting to prevent and control mine groundwater can not only improve the economic benefits of enterprises, protect the hydrogeological environment of mining areas, but also eliminate hidden safety hazards in Dashui mines. At present, this technology is gradually adopted by Dashui mines. Since the curtain grouting process and technology are still in the stage of perfection and improvement, there is still no scientific and accurate determination method for the hole distance of th...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D5/18E02D5/46E02D19/18
Inventor 李贞芳梅宝峰王清河孟凡伟高广峰王宪朋王盼盼王鸿丽张素娜李向杰谢安铭杨玉浩
Owner HEBEI IRON & STEEL GRP MINING